Numerical Investigation on Deep-Foundation Pit Excavation Supported by Box-Type Retaining Walls

Numerical Investigation on Deep-Foundation Pit Excavation Supported by Box-Type Retaining Walls

In soft soil foundations, the utilization of box-type retaining walls as a support method represents a novel approach. This study focuses on investigating the key factors influencing lateral wall deflection and ground settlement behind the wall in deep excavation projects supported by box-type retai...

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Bibliographic Details
Main Authors: Peng Peng, Weiyao Kong, Saishuai Huang, Yi Long, Yang Lu
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Buildings
Subjects:
foundation pit
box-type retaining wall
lateral deflection
surface settlement
numerical simulation
Online Access:https://www.mdpi.com/2075-5309/15/1/109
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